The Combined Effects of Additives on the Conventional and High-Temperature Performance Properties of Warm Mix Asphalt Binders

被引:1
作者
Chomicz-Kowalska, Anna [1 ]
Bartos, Joanna [1 ]
Maciejewski, Krzysztof [1 ]
Iwanski, Mateusz M. [2 ]
机构
[1] Kielce Univ Technol, Fac Civil Engn & Architecture, Dept Transportat Engn, PL-25314 Kielce, Poland
[2] Kielce Univ Technol, Fac Civil Engn & Architecture, Dept Bldg Engn Technol & Org, PL-25314 Kielce, Poland
关键词
paving grade bitumen; polymer-modified bitumen; compaction aid; warm mix additive; high-temperature stiffness; non-recoverable creep compliance; MSCR; DSR; BITUMEN; WAX;
D O I
10.3390/ma16247648
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The present study investigates the effects of the simultaneous use of two additives, an organosilane warm mix asphalt (WMA) agent and a grade-bumping polyolefin compound, on the conventional and high-temperature performance properties of a paving grade 50/70 bitumen and a polymer-modified 45/80-55 bitumen. The WMA agent and polyolefin additive were introduced to the binders at rates of up to 0.3% and 2%, respectively. The base asphalt binders and their blends with the additives were tested before and after aging in a rolling thin film oven test at a temperature of 143 degrees C. The effects of the investigated additives were found to be dependent on the type of base binder and its aging state. It was generally observed that the WMA additive decreased the performance of the asphalt binders and limited the effects of the other additive, which increased the high-temperature stiffness and non-recoverable compliance of the blends. This interaction amounted to as much as an approx. 20% decrease in high-temperature stiffness and non-recoverable compliance of the binders. The additives caused a small increase in the elasticity of the binders and improved their creep performance when measured in multiple stress creep recovery tests.
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页数:18
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